CN213654008U - Glass curtain wall anti-seismic structure for slope daylighting roof - Google Patents
Glass curtain wall anti-seismic structure for slope daylighting roof Download PDFInfo
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- CN213654008U CN213654008U CN202022163284.XU CN202022163284U CN213654008U CN 213654008 U CN213654008 U CN 213654008U CN 202022163284 U CN202022163284 U CN 202022163284U CN 213654008 U CN213654008 U CN 213654008U
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Abstract
The utility model discloses a domatic daylighting top glass curtain wall shock-resistant structure, this structure includes: a main beam; the vertical glass curtain wall is fixed on the outer side of the main beam; the steel structure beam is movably arranged above the main beam; the slope daylighting roof glass curtain wall is fixedly arranged above the steel structure beam and is outwards protruded to the outer side of the vertical glass curtain wall; antidetonation warp structure, including one end install in the second bottom plate in the vertical glass curtain wall outside, the second bottom plate is kept away from the one end of vertical glass curtain wall set firmly with domatic daylighting top glass curtain wall fixed connection's flexonics, the outside of flexonics be equipped with set firmly in on the domatic daylighting top glass curtain wall, with the second bottom plate is formed with the first bottom plate in overlap region. The utility model discloses glass curtain wall destroys when the structure produces great deformation when avoiding the earthquake to take place, improves outer eaves curtain system antidetonation security.
Description
Technical Field
The utility model relates to a construction technical field especially relates to a domatic daylighting top glass curtain wall earthquake-resistant structure.
Background
Building structure antidetonation grade is higher, the design has the domatic steel structure roof truss in high big space, roof truss girder steel upper end support adopts spherical hinge support, the design is allowed to take place to rotate, horizontal displacement is not allowed to take place, the lower extreme support adopts spherical sliding support, the horizontal two-way deformation design allowable value of steel roof truss antidetonation is X ═ 150mm, Y ═ 150mm, adhere to daylighting top glass curtain wall on the steel roof truss, the daylighting top sets up the drainage eaves gutter at steel roof truss beam lower extreme, adopt perpendicular glass curtain wall when the vertical enclosure in layer, form the enclosure system of whole glass curtain wall. The steel roof truss is guaranteed to deform so much when an earthquake occurs, the glass curtain wall system can adapt to the earthquake deformation without being damaged, the use safety performance is improved, and the steel roof truss glass curtain wall system is a great problem in engineering construction.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome prior art's defect, provide a domatic daylighting top glass curtain wall shock-resistant structure, guaranteed that steel roof truss takes place glass curtain wall system can adapt to the earthquake deformation often and do not take place to destroy.
In order to achieve the above object, the utility model adopts the following technical scheme: the utility model provides a slope daylighting top glass curtain wall earthquake-resistant structure, includes:
a main beam;
the vertical glass curtain wall is fixed on the outer side of the main beam;
the steel structure beam is movably arranged above the main beam;
the slope daylighting roof glass curtain wall is fixedly arranged above the steel structure beam and is outwards protruded to the outer side of the vertical glass curtain wall;
antidetonation warp structure, including one end install in the second bottom plate in the vertical glass curtain wall outside, the second bottom plate is kept away from the one end of vertical glass curtain wall set firmly with domatic daylighting top glass curtain wall fixed connection's flexonics, the outside of flexonics be equipped with set firmly in on the domatic daylighting top glass curtain wall, with the second bottom plate is formed with the first bottom plate in overlap region.
Optionally, the girder outside surface sets firmly downwardly extending's vertical curtain wall support fossil fragments, vertical glass curtain wall set firmly in vertical curtain wall support fossil fragments deviate from one side of girder.
Optionally, the second bottom plate is kept away from the upper surface of the one end of vertical glass curtain wall has set firmly the connection fossil fragments, the connection fossil fragments with be connected with the slope between the vertical curtain wall support fossil fragments or transversely set up a plurality of vertical curtain wall secondary joist.
Optionally, domatic daylighting top glass curtain wall includes first top surface glass curtain wall and the second top surface glass curtain wall with certain angle fixed connection, first top surface glass curtain wall with the one end that second top surface glass curtain wall is connected install with sloping downwards in the top of steel construction roof beam and choose outward in the outside of vertical glass curtain wall, second top surface glass curtain wall with the uniform spacing install in the outside of vertical glass curtain wall, antidetonation warp structural installation in second top surface glass curtain wall with between the vertical glass curtain wall.
Optionally, the lower surface of first top surface glass curtain wall be equipped with steel construction roof beam fixed connection's first top surface support fossil fragments, the inboard of second top surface glass curtain wall is equipped with second top surface support fossil fragments, second top surface support fossil fragments with be connected with a plurality of top surface curtain secondary joist between the steel construction roof beam.
Optionally, the junction of first top surface glass curtain wall and second top surface glass curtain wall is formed with the ascending eaves gutter of opening, the bottom intercommunication of eaves gutter has the drain pipe.
Optionally, the inner side of the slope daylighting roof glass curtain wall, the upper side of the second bottom plate and the upper side of the flexible plate are provided with heat insulation layers.
Optionally, the flexible plate is an organ-shaped rubber plate, and two ends of the rubber plate are connected with the slope daylighting roof glass curtain wall and the second bottom plate through locking pieces respectively.
Optionally, a sliding support arranged above the main beam in a sliding manner is fixedly arranged on the lower surface of the steel structure beam through a buttress.
The utility model discloses owing to adopt above-mentioned technical scheme, make it have following beneficial effect: daylighting top glass curtain wall system and vertical glass curtain wall system of independent setting, thereby it forms the curtain and seals to set up the first bottom plate and the second bottom plate adaptation antidetonation deformation of organ form elastic telescopic rubber slab and disconnect-type simultaneously, the internally mounted heat preservation guarantees to keep warm energy-conserving, satisfy the anti-seismic performance requirement that has the full glass curtain wall system that adapts to horizontal and fore-and-aft two-way great antidetonation deflection, glass curtain wall destroys when the structure produces great deformation when avoiding the earthquake to take place, the security of eaves curtain wall system antidetonation improves.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the description of the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.
Fig. 1 shows according to the utility model discloses domatic daylighting top glass curtain wall seismic structure embodiment's frontal cross-sectional structure schematic diagram.
Fig. 2 shows a schematic view of a partially enlarged structure at a in fig. 1.
Detailed Description
The following description of the embodiments of the present invention is provided for illustrative purposes, and other advantages and effects of the present invention will be readily apparent to those skilled in the art from the disclosure herein. The present invention can also be implemented or applied through other different specific embodiments, and various details in the present specification can be modified or changed based on different viewpoints and applications without departing from the spirit of the present invention.
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments, wherein the drawing is a horizontal direction, the drawing is a vertical direction, and the direction perpendicular to the drawing is a horizontal direction.
As shown in fig. 1-2, the utility model discloses domatic daylighting top glass curtain wall anti-seismic structure, include: the main beam 6, the vertical glass curtain wall 3, the steel structure beam 1, the slope daylighting top glass curtain wall, the anti-seismic deformation structure 9.
Vertical glass curtain wall 3 and girder 6 fixed connection and to the below direction extension setting of girder 6, in this embodiment, 6 outside surfaces of girder have set firmly downwardly extending's vertical curtain wall support fossil fragments 51, and vertical glass curtain wall 3 sets firmly in the one side that vertical curtain wall support fossil fragments 51 deviates from girder 6. The outer side surface of the main beam 6 is fixedly provided with a plurality of embedded parts, the vertical curtain wall supporting keel 51 is fixedly connected with the main beam 6 through the embedded parts, and the vertical curtain wall supporting keel 51 is connected with the embedded parts through structural members such as bolts. The vertical glass curtain wall 3 is arranged at a position, below the lower surface of the main beam 6, of the vertical curtain wall support keel 51.
Steel construction roof beam 1 movably locates the top of girder 6 and chooses outward in the outside of girder 6 and vertical glass curtain wall 3, and the lower surface of steel construction roof beam 1 sets firmly sliding support 7 of locating girder 6 top through the buttress, makes steel construction roof beam 1 realize the removal on girder 6 upper horizontal direction through sliding support 7. Furthermore, the slope daylighting top glass curtain wall comprises a first top glass curtain wall 21 and a second top glass curtain wall 22 which are connected at a certain angle, one end of the first top glass curtain wall 21 connected with the second top glass curtain wall 22 is obliquely installed above the steel structure beam 1, the second top glass curtain wall 22 is installed at the end position of the steel structure beam 1 extending out of the main beam 6 and the outer side of the vertical glass curtain wall 3, and in the embodiment, the second top glass curtain wall 22 is arranged in parallel with the vertical glass curtain wall 3. Based on the above structure for the first top surface glass curtain wall 21 and the second top surface glass curtain wall 22 that constitute domatic daylighting top glass curtain wall are installed in steel construction roof beam 1, and vertical glass curtain wall 3 is installed on girder 6, and because steel construction roof beam 1 is installed on girder 6 movably through removal support 7, thereby make installation that domatic daylighting top glass curtain wall and vertical glass curtain wall 3 go on for relatively independent structure, make as in figure 1 and figure 2 in the vertical direction of level, have the space of antidetonation deformation between domatic daylighting top glass curtain wall and the vertical glass curtain wall 3.
Further, the lower surface of the first top glass curtain wall 21 is provided with a first top support keel 41 fixedly connected with the steel structural beam 1. The inboard of second top surface glass curtain wall 22 is equipped with second top surface support fossil fragments 43, is connected with a plurality of top surface curtain secondary joist 42 between second top surface support fossil fragments 43 and the steel construction roof beam 1, increases second top surface glass curtain wall 22's stability through a plurality of top surface curtain secondary joist 42.
In order to increase the drainage performance, an eaves gutter 8 with an upward opening is formed at the joint of the first top glass curtain wall 21 and the second top glass curtain wall 22, and the bottom of the eaves gutter 8 is communicated with a drainage pipe.
Anti-seismic deformation structure 9 is installed between second top surface glass curtain wall 22 and vertical glass curtain wall 3, and anti-seismic deformation structure 9 includes first bottom plate 91 of being connected with second top surface glass curtain wall 22 and is located first bottom plate 91 top and the second bottom plate 92 of being connected with vertical glass curtain wall 3, and the one end that vertical glass curtain wall 3 was kept away from to second bottom plate 92 sets firmly the flexbile plate 11 of being connected with second top surface glass curtain wall 22. Due to the offset arrangement between the first bottom plate 91 and the second bottom plate 92, the first bottom plate 91 and the second bottom plate 92 do not affect the structural deformation between the vertical glass curtain wall 3 and the second top glass curtain wall 22 in the horizontal transverse direction in the view of fig. 1 or fig. 2. And the effect of anti-seismic deformation is not influenced while the tightness between the vertical glass curtain wall 3 and the second top glass curtain wall 22 is ensured under the action of the flexible plate 11 with the telescopic performance.
Based on the above, make domatic daylighting top glass curtain wall and vertical glass curtain wall respectively independently attached to install on steel construction roof beam or girder to the antidetonation that constitutes through bottom plate and flexbile plate warp the structure and connect two sets of independent curtain wall structures, make domatic daylighting top glass curtain wall and vertical glass curtain wall can adapt to ground antidetonation when the roof truss takes place the major deformation when taking place the earthquake and warp and not take place to damage.
Further, as shown in fig. 1, the vertical glass curtain wall 3 is installed at a position below the lower surface of the main beam 6 of the vertical curtain wall support keel 51, the second bottom plate 92 is installed at the top end of the vertical glass curtain wall 3 and is abutted to the vertical curtain wall support keel 51, as shown in fig. 2, the upper surface of one end, deviating from the vertical glass curtain wall 3, of the second bottom plate 92 is fixedly provided with a horizontal and longitudinal connection keel 53, and a plurality of vertical curtain wall secondary keels 52 which are obliquely or transversely arranged are connected between the connection keel 53 and the vertical curtain wall support keel 51 to increase the stability of the second bottom plate 92. As shown in fig. 2, the first bottom plate 91 is installed at the bottom of the second top glass curtain wall 22 and extends towards the vertical glass curtain wall 3, and the upper surface of the end of the first bottom plate 91 close to the second top glass curtain wall 22 is fixedly connected with the second top support keel 43 through fasteners such as bolts. Wherein, as shown in fig. 2 for the second bottom plate 92, the second bottom plate 92 is a two-layer step-like structure, and the upper sections of the first bottom plate 91 and the second bottom plate 92 are arranged in a staggered manner, so that the bottom surface of the first bottom plate 91 and the bottom surface of the lower section of the second bottom plate 92 are uniform, and the bottom surface structure is more beautiful and has better water-resisting performance. The shrinkage block 11 is an organ-shaped rubber plate, the left end of the rubber plate is fixedly connected with the second top surface support keel 43 through structural members such as bolts, and the other end of the rubber plate is clamped and installed between the second bottom plate 92 and the connecting keel 53 through structural members such as bolts.
More excellent, for increasing heat preservation and heat insulation performance, the bottom surface of eaves gutter 8, the inboard of second top surface glass curtain wall 22, the inboard of first top surface glass curtain wall 21, the upside of flexplate 11 and the upside of second bottom plate 92, one side that girder 6 is close to vertical glass curtain wall 3 all are equipped with heat preservation 10, and in this embodiment, heat preservation 10 adopts the rock wool heated board.
The utility model discloses domatic daylighting top glass curtain wall shock-resistant structure when the installation, including following step:
s1: and a vertical glass curtain wall 3 is arranged on the outer side of the main beam 6.
When the main beam 6 is made of reinforced concrete, an embedded part is arranged on the outer side of the main beam 6, the vertical curtain wall supporting keel 51 is arranged on the main beam 6 through the embedded part, and the vertical glass curtain wall 3 is arranged through the vertical supporting keel 51.
S2: the steel structure beam 1 is movably arranged above the main beam 6.
Be equipped with a plurality of steel structure roof beams 1 on the girder 6, and on a plurality of steel structure roof beams 1 crossed and locate girder 6 with girder 6 respectively and slope, the below of steel structure roof beam 1 is connected with spherical sliding support through the buttress, and this spherical sliding support slides and sets up in the upper surface of girder 6.
S3: and a glass curtain wall with a slope daylighting roof is arranged above the steel structure beam 1.
The glass curtain wall with the slope daylighting roof comprises a first top surface glass curtain wall 21 and a second top surface glass curtain wall 22 which are connected at a certain angle, the first top surface glass curtain wall 21 is installed above the steel structure beam 1, and the second top surface glass curtain wall 22 is vertically installed at the end part of the main beam 6 which is exposed out of the steel structure beam 1. And when the installation, install first top surface support keel 41 above steel structural beam 1 earlier, install first top surface glass curtain wall 21 on first top surface support keel 41 again, install second top surface support keel 43 and the second top surface glass curtain wall 22 that is located the second top surface support keel 43 outside again in the tip of steel structural beam 1 at last, still need still to install top surface curtain secondary joist 42 between second top surface support keel 43 and steel structural beam 1 simultaneously to strengthen the installation stability of second top surface support keel 43.
S4: install antidetonation deformation structure 9 between domatic daylighting top glass curtain wall and vertical glass curtain wall 3, install in the second bottom plate 92 in the 3 outsides of vertical glass curtain wall including one end, the one end that vertical glass curtain wall 3 was kept away from to second bottom plate 92 sets firmly flexible board 93 with domatic daylighting top glass curtain wall fixed connection, and the outside of flexible board is equipped with and sets firmly on domatic daylighting top glass curtain wall, is formed with overlapping area's first bottom plate 91 with the second bottom plate.
S5: and the second top surface supporting keel 43 and the anti-seismic deformation structure 9 are provided with the heat insulation layer 10.
It should be noted that the structure, ratio, size and the like shown in the drawings attached to the present specification are only used for matching with the content disclosed in the specification, so as to be known and read by those skilled in the art, and are not used for limiting the limit conditions that the present invention can be implemented, so that the present invention has no technical essential meaning, and any structure modification, ratio relationship change or size adjustment should still fall within the scope that the technical content disclosed in the present invention can cover without affecting the efficacy and the achievable purpose of the present invention. Meanwhile, the terms such as "upper", "lower", "left", "right", "middle" and "one" used in the present specification are for convenience of description, and are not intended to limit the scope of the present invention, and changes or adjustments of the relative relationship thereof may be made without substantial technical changes, and the present invention is also regarded as the scope of the present invention.
The above description is only a preferred embodiment of the present invention, and the present invention is not limited to the above description, and although the present invention has been disclosed with the preferred embodiment, it is not limited to the present invention, and any skilled person can make modifications or changes equivalent to the equivalent embodiment without departing from the scope of the present invention, but all the technical matters of the present invention are within the scope of the present invention.
Claims (9)
1. The utility model provides a domatic daylighting top glass curtain wall antidetonation structure which characterized in that includes:
a main beam;
the vertical glass curtain wall is fixed on the outer side of the main beam;
the steel structure beam is movably arranged above the main beam;
the slope daylighting roof glass curtain wall is fixedly arranged above the steel structure beam and is outwards protruded to the outer side of the vertical glass curtain wall;
antidetonation warp structure, including one end install in the second bottom plate in the vertical glass curtain wall outside, the second bottom plate is kept away from the one end of vertical glass curtain wall set firmly with domatic daylighting top glass curtain wall fixed connection's flexonics, the outside of flexonics be equipped with set firmly in on the domatic daylighting top glass curtain wall, with the second bottom plate is formed with the first bottom plate in overlap region.
2. The slope daylighting roof glass curtain wall earthquake-resistant structure of claim 1, wherein a vertical curtain wall support keel extending downwards is fixedly arranged on the outer side surface of the main beam, and the vertical glass curtain wall is fixedly arranged on one side of the vertical curtain wall support keel, which is far away from the main beam.
3. The slope daylighting roof glass curtain wall earthquake-resistant structure of claim 2, wherein a connection keel is fixedly arranged on the upper surface of one end of the second bottom plate, which is far away from the vertical glass curtain wall, and a plurality of vertical curtain wall secondary keels which are obliquely or transversely arranged are connected between the connection keel and the vertical curtain wall support keel.
4. The slope daylighting roof glass curtain wall earthquake-resistant structure of claim 1, wherein the slope daylighting roof glass curtain wall comprises a first top surface glass curtain wall and a second top surface glass curtain wall which are fixedly connected with each other at a certain angle, one end of the first top surface glass curtain wall connected with the second top surface glass curtain wall is obliquely installed above the steel structure beam in a downward manner and is outwards protruded outside the vertical glass curtain wall, the second top surface glass curtain wall is installed outside the vertical glass curtain wall at a certain interval, and the earthquake-resistant deformation structure is installed between the second top surface glass curtain wall and the vertical glass curtain wall.
5. The slope daylighting roof glass curtain wall earthquake-resistant structure of claim 4, wherein the lower surface of the first roof glass curtain wall is provided with a first roof support keel fixedly connected with the steel structural beam, the inner side of the second roof glass curtain wall is provided with a second roof support keel, and a plurality of roof curtain wall secondary keels are connected between the second roof support keel and the steel structural beam.
6. The slope daylighting top glass curtain wall earthquake-resistant structure of claim 4, wherein an eaves gutter with an upward opening is formed at the joint of the first top glass curtain wall and the second top glass curtain wall, and a drain pipe is communicated with the bottom of the eaves gutter.
7. The slope daylighting roof glass curtain wall earthquake resistant structure of claim 1, wherein the inner side of the slope daylighting roof glass curtain wall, the upper side of the second bottom plate and the upper side of the flexible plate are provided with insulating layers.
8. The slope daylighting roof glass curtain wall earthquake-resistant structure of claim 1, wherein the flexible plate is an accordion-shaped rubber plate, and both ends of the rubber plate are respectively connected with the slope daylighting roof glass curtain wall and the second bottom plate through locking pieces.
9. The slope daylighting roof glass curtain wall earthquake-resistant structure of claim 1, wherein a sliding support slidably arranged above the main beam is fixedly arranged on the lower surface of the steel structural beam through a buttress.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022163284.XU CN213654008U (en) | 2020-09-28 | 2020-09-28 | Glass curtain wall anti-seismic structure for slope daylighting roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022163284.XU CN213654008U (en) | 2020-09-28 | 2020-09-28 | Glass curtain wall anti-seismic structure for slope daylighting roof |
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| Publication Number | Publication Date |
|---|---|
| CN213654008U true CN213654008U (en) | 2021-07-09 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022163284.XU Active CN213654008U (en) | 2020-09-28 | 2020-09-28 | Glass curtain wall anti-seismic structure for slope daylighting roof |
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| CN (1) | CN213654008U (en) |
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- 2020-09-28 CN CN202022163284.XU patent/CN213654008U/en active Active
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